Construction of balance work for Vertical Extension of 1st Floor, Boundary TN_621

Amount

Verical Extension for 1st Floor: Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering finishing and reinforcement. 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

5.9.19 Weather shade, Chajjas, corbels etc. including edges.

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Half Brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: 6.13.1 Cement mortar 1:3 (1 cement : 3 coarse sand).

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought frame and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold lugs or dash fasteners shall be paid for separately) 9.1.2 Sal wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 9.5.1 Second class teak wood 9.5.1.2 30mm thick shutters

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6mm thick clear float glass both side, having 12mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and Secondary sealant) stc. as per specifications. drawings and direction of Engineer-in-charge complete.

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +0.2mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touck lock with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I. fasteners 100 x 8 mm size for fixing frame to finish wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainange of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled wwith weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-charge. (Single/ double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment . on this account shall be made. 9.147D.5 Three track three panels sliding window made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 + 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm)

Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), stailess steel (SS 304 grade) body with adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I. fasteners 100 x 8 mm size for fixing frame to finish wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainange of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled wwith weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-charge. (Single/ double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment . 9.147F.1 Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 + 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 2.00 sqm upto 5.00 sqm)

Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows, of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.148.1 200 x 19x 1.9mm

Providing, fitting and fixing 12mm thick toughmed glass of approved quality, with necessary stainless steel screws etc. as per direction of Engineer-in-charge.

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with plugs screws etc.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved brand & manufacturer in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 11.41A.2 Glazed vitrified floor tiles polished finish of size 11.41A.2.1 Sizes of Tile 600x600 mm

Glazed vitrified tiles Matt/ Antiskid finish of size 11.41A.3.1 Sizes of Tile 600x600 mm

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make, in all colours shades except burgundy bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying vitrified tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved brand and manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (wtaer based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (payment for grouting of joints to be made separately). 11.47.2 Sizes of Tile 600x600 mm

15 mm cement plaster on the rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plaster wall surface to prepare the surafce even and smooth complete.

Finishing walls with Acrylic Smooth exterior paint of required shade. 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand and manufacture.

Painting steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.

Providing and fixing chromium plated brass handles with necessary screws etc. complete. 9.92.1 125 mm

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. 9.97.4 150 x 10 mm.

Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS:7534 with necessary screws bolts, nut and washers etc. complete.

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) conssisting of main "T" runner with suitable spaced joints to get required length and of size 24x38 mm made from 0.30mm thick (minimum) sheet, spaced at 1200mm center to center and cross "T" of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main "T" at 600mm center to center to form a grid of 1200x600 mm and scondary cross "T" of length 600mm and size 24x25 mm made of 0.30mm thick (minimum) sheet to galvanised butterfly level clips of size 85x30x0.8 mm spaced at 1200 mm center to center alonf main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyster paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.52.1 GI Metal Ceiling Lay in Plain Tegular edge Global white colour tiles of size 595x595 mm and 0.5 mm thick with 8mm drop, made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyster powder coated of thickness 60 microns (minimum), including factory painted after bending.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 electric resistance or induction butt welded tubes.

Providing corrugated G.S. sheet roofing including vertical/curved surafce fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherver required. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m2

Sanitary works: Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/ make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc. including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-charge. W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. 17.7.1. White vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing 8 mm dia CP/ SS Jet with flexible tube upto 1 metre long with SS triangular plate to European type W.C. of quality and make as approved by Engineer-in-charge.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make andd sa per the direction of Engineer-in-charge.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick board backing. 17.32.2 Rectangular shape 453x357 mm.

Providing and fixing soil, waste and vent pipes. 17.35.1 100mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100mm dia 17.35.1.2 Sand cast iron S&S as per IS: 3989

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600mm long towel rail with total length of 645 mm, 78mm width and effective height of 88mm, weighing not less than 190 gms.

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

Water Supply (Plumbing) Works: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threated fittings, i/c fixing the pipe with clamps at 1.00 m spcing,. This includes jointing of pipes & fiitings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-charge. Concealed wotk, including cutting chases and making good the walls etc. 18.8.1 15 mm nominial dia pipes

18.8.2 20 mm nominial dia pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threated fittings. This includes jointing of pipes& fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. 18.9.2 20 mm nominial dia pipes

18.9.8 80 mm nominial dia pipes

Brass Fittings Providing and fixing brass bib cock of approved quality. 18.15.1 15 mm nominal bore

Providing and fixing brass stop cock of approved quality. 18.16.1 15 mm nominal bore

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main. 18.20.1 15 mm nominal bore.

Providing and fixing CP brass shower rose with 15 or 20mm inlet. 18.22.1 150mm diameter.

Providing and fixing CP brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

Construction of Boundary Wall: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil..

Brick flat soiling single brick with common burnt clay F.P.S (non modular) bricks of class designation 7.5 as per site i/c or Engineer.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size derived from natural sources).

Reinforcement cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillers, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Half Brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level: 6.13.2 Cement mortar 1:4 (1 cement : 4 coarse sand).

15 mm cement plaster on the rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement : 4 coarse sand)

Finishing walls with water proofing cement paint of required shade. 13.44.1 New work (Two or more coat applied @ 3.84 kg/10 sqm)

Providing and fixing MS grills of required pattern in frames of windows etc. with MS flats square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc.

Painting steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.80 ltr/ 10 sqm of approved brand and manufacture.

Construction of RCC Main Entry Gate: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil.

Brick flat soiling single brick with common burnt clay F.P.S (non modular) bricks of class designation 7.5 as per site i/c or Engineer.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form work for. 4.3.1 Foundations, footings, bases for columns

4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size).

Reinforcement cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillers, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Steel reinforcement for RCC work including straightening, cutting, bending palcing in position and binding upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for RCC work including straightening, cutting, bending palcing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

15 mm cement plaster on the rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement : 4 coarse sand)

12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) 13.28.3 Raised Band

White washing with lime to give an even shade. 13.37.1 New work (three or more coats)

Finshing walls with water proofing cement paint of required shade: 13.44.1 New work (Two or more coats applied @ 3.84 kg/ 10 sqm)

Providing and fixing MS grills of required pattern in frames of windows etc. with MS flats square or round bars etc. including priming coat with approved steel primer all complete. 9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc.

Construction of RCC Small Gate: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan), including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil..

Brick flat soiling single brick with common burnt clay F.P.S (non modular) bricks of class designation 7.5 as per site i/c or Engineer.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 4.1.5 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form work for. 4.3.1 Foundations, footings, bases for columns

4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources).

Reinforcement cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillers, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Steel reinforcement for RCC work including straightening, cutting, bending palcing in position and binding, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for RCC work including straightening, leaning, cutting and bending to proper shape palcing in position and binding upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

15 mm cement plaster on the rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement : 4 coarse sand)

12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) 13.28.3 Raised Band

Finishing walls with acrylic Smooth exterior paint of required shade. 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Steel work in built up sections/ frames work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Painting steel work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.80 ltr/ 10 sqm of approved brand and manufacture.

Construction of Approach Road: Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by trippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specification and directions of Engineer-in-charge. 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value 25

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding l;ayer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction by Engineer-in-charge. 16.91.2 80 mm thick CC paver block of M-30 grade with approved colour design and patern.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Construction of Masonary Drain: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in depth, 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.

Brick flat soiling single brick with common burnt clay F.P.S (non modular) bricks of class designation 7.5 as per site i/c or Engineer.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in. 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form work for. 4.3.1 Foundations, footings, bases for columns

15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall:

Dismantling & Demolishing Work: Demolishing RCC work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Electrification Work: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as per required. 1.10.1 Group-A

1.10.2 Grtoup-B

1.10.3 Group-C

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

wiring for circuit/ submain wiring alongwith erath wire with the following sizes of FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq.mm earth wire.

1.14.3 2 X 4 sq. mm + 1 X 4 sq.mm earth wire.

1.14.11 4 X 16 sq. mm + 2 X 6 sq.mm earth wire.

Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required. 1.21.1 20 mm

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch

1.24.4 3 pin 5/6 A socket outlet

Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surafce or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connectios etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on surafce or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.

Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1 Upto 450 mm sweep

Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.55.3 Group-C

Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, "C" curve including connection, painting etc. as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as reuired.

Suplying and fixing following rating, four pole , (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.15.3 63A

Supplying, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, Safety Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS: 374-2019), THD less than 10% remote or electronic regulator unit for speed control and all remaining acessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.

Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular type Starter including connection, painting etc. as required.

Supplying of XLPE A1 armoured cables as below. 4Cx16 sq.mm XLPE A1 Arm. Multistranded Cable

4Cx10 sq.mm XLPE A1 Arm. Multistranded Cable

3Cx2.5 sq.mm XLPE A1 Arm. Multistranded Cable

Supplying, Installation, Testing and Commissioning of following watts/type LED fitting with all accessories and lamps mounting on ceiling surface/ false ceiling not less than 100lumens/ watt, Min-50000 burning hours, LM79 report, THD less than 20% including making suitable cutting on false ceiling (wherever required), connection with 1.5 sq.mm. FRLS PVC insulated copper conductor single core FR type cable as required. 12 Watt Surface type PDC Aluminium housing

20 Watt Tube Light Point

12w led Bulb Crompton make

Exhaust Fan- 300 mm dia Heavy Duty Fan (900 RPM)

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed eteel/ PVC conduit as required.

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.1 1 or 2 Module (75mm X 75mm)

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.7 TV antenna socket outlet.

DWIDENGWRA BRAHMA (BID ID -246725)

MANAS DAS (BID ID -246723)

GEDEMA BASUMATARY (BID ID -247113)